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HomeMy WebLinkAboutSUBMITTED PAPERS♦ )a1 DATE: RECEIPT: PERMIT NUMBER: , C� PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION W s 2300 Virginia Avenue a : Fort Pierce, FL 34982 scq� .......;:..�.M.m..:........:.;....._.._...,....._,.... (772) 462-1553 fit. �) �Fd APPLICATION FOR REPLACEMENT OF �UCle County WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: 34 10 SO 3 3. DESCRIPTION OF PROJECT OR WORK ACTMTY: o 1 v-' Cko ws 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER U--V 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: V � O 0 Oyl FL Reg/Cert #: (� ty C b ,;� 19 V Address: 1 L `3 9 `ilz"F L1County Cert #: City: '`' ' State: V-- L Business Name: " ♦ W Zip: Phone: S Phone Number: 5 7 7 — 19,0 �9 Email: Email: l S L i€4 •YV D J i `A i 6) r}O U COMPONENT ID PRODUCT DESIGN PRESSURE'PRODUCT APPROVAL # WINDOWS (- (� < -S It 9 _ -TVA Icc t- SKYLIGHTS SLIDING GLASS DUO 11:t —1017 ' b I M f 1, h-C-3 SWING DOOR MULLIONS' OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 1 -S ac) 6 FEES DUE: - OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct d that 1 wor will be done in compliance with all applicable laws regulating construction and zonir}g. -- PRINT OWNER OR CONTRACTOR/QUALI IER NAM SIGNAT OF OWNER OR CONTRACTOR/QU L IER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY 20j3- BY 1721- QV—n WH -I PERSONALLY KNO T E OR WHO HAS PIMODUCED SI ATURE OF r AR TY19E OR PRINT AME TITLE: NOTARY PUBLIC COMMISSION NUMBER AS IDENTIFICATION. /IFSEAL ,7I NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. AUDREY B. HUMPHREY :.. ; MY COMMISSION # EE 061159 EXPIRES: March 6, 2015 Bonded Tin Notary Public UnderAfters f,h". NOTICE OF COMMENCEMENT TO —_ _OMPLETED WHEN CONSTRUCTION VALUE EXCEL • 4,500.00 OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS $7,500.00 PERMIT #: TAX FOLIO #: 3 g l n 5 6 3 �- (Dd O 7 State of florida, County of , the undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with chapter 713, Florida statutes, the following information is provided in this notice of Commencement. 1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): Ta.(vv% G rwild -S/b i3l-k L-1 Lo& � fF 2. GENERAL DESCRIPT104 OF IMPRVVEMENT. 0 W L� a u-> S- n 3. nOWNERIINFORMATION or ❑LESSEE INFORMATION (If Lessee contracted for the Improvement) a. Name: y:I tV N A K t)LL b y Address: /:,03 1 -1`0,k0 de ii 6I`S w". F-A-. eig-,rce)R, 341gZ— b. Interest in property: 6L4 irk dq4— c, Name and address of fee simple title holder (if other than owner): N/A 4. CONTRACTOR: a. Name:, Address: a•-715 Swh r'L S2 15 P I L-fzcti 4—� • � c%Q � � b. Phone number: '27 2 - S7 7- S. SURETY COMPANY (IF Applicable, a copy of the payment bond is attached): a. Name & Address: _N/A b. Phone number. Bond amount: 6. LENDER/MORTGAGE COMPANY: a. Name & Address: _N/A b. Phone number: 7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES: a. Name & Address: —N/A b. Phone number: fax number: 8. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates _N/A of to receive a copy of the lienor's notice as provided in section 713.13(1) (b), Florida statues. b. Phone number: 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. UNDER NALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY KNO EDGE AND B IEF,{S5CTION 92.525, FLORIDA STATUTES (, q Y zz " - SIGNATURE OF.O NER or LEZMENT or OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER - SIGNAORY'S TITLE / OFFICE TH�FOREGOING INSTR WAS ACKNOWLEDGED BEFORE ME THIS ® DAY OF K AZ , 2011L BY: AS FOR NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED []PERSONALLY KNOWN [PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED r TORE / NOTARY PRINTED NAME / NOTARY SEAL E ROJAMESFAaAlARO issim # EE 131986 w Cat W A 2015 dnaTmFainp ig689S" -7 STATE OF FLORIDA ST. LUCIE COUNTY THIS IS T�.CERTIFYHqIT, HIA� TQtlCA �n.�„r.. JOSEPH E. SMITH, CLERIC OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 3840498 06/03!2013 at 09:47 AM OR BOOK 3524 PAGE 268 - 268 Doc Type: NC RECORDING:.$10.00 r 1 MIAMI•2 � MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 2 AFFAIRS (PERA) Miami, Florida 33175-2474 74 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidpde.govineral PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 FILE Copy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series="57012770/2870" Vinyl. Sliding: Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SGD570-01 Rev A, titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 11/18/10 and last revised on 10/11/11, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See table 2 (sheet 8) and table 3 (sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Rigid White PVC to be labeled per referenced NOA requirement. 3. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: Miami -Dade County Product Control Approval, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building, code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0107.04 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 11-1018.19 MAW a 101UNWT—yExpiration Date: APHRIMUM ` .. • • . pproval Date: December 08, 2011 Page 1 4't's ' PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0107.04). 2. Drawing No. MD-SGD570-01 Rev A, titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 11/19/10 and last revised on 10/1 l/11, signed and sealed by Lynn. Miller, P.E. B. TESTS (transferred from file # 11-0107.04) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A 22), dated 11119/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson; P.E. (reviewing Engineer). 2 Additional test reportNo. FTL 6637 (samples A-1 thm A 5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT, dated 02/16/11 and last revised on 3-11-11, signed and sealed by Anthony L. Miller, P.E. (transferred from file # 11-0107.04) 4. Glazing complies with ASTMS-1300-02 &-04 D. QUALITY ASSURANCE l . Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.10-0420.06 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/14. 2. Test reports No(s).10-002-792(A), 10-006-10231, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. Ishah I. Chanda, P.E. Product Control Examiner NOA No 11-1018.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E: MATERIAL CERTIFICATIONS (continue): 3. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus", expiring on 01/14/12. 4. Notice of Acceptance No.10-0922.09 issued to E.T. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12-11-2011 F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER l . This NOA revises # 11-0107.04, expiring April 14, 2016. 2. PGT e-mail dated 11/23/11 by Lynn Miller, P.E. confirming extent of revision. 3. Test proposal 910-0.767, dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. lye 1. UtiL4SF Uhaq L Chanda, P.E. Product Control Examiner NOA No 11-1018.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 E-2 GENERAL NOTES: SERIES 57tl 2770 & 2870 LARGE MISSILE IMPACT -RESISTANT VINYL REINFORCED SLIDING GLASS DOOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ALL RIGID WHITE PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS-HEAT STRENGTHED, —AN-ANNEALED, SG=.09D DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASS PLUS), PVB=,080" DUPONT BUTACITE PVB: GLASS TYPE A: 3/1S" HS GLASS +.090" SG INTERLAYER +3118" HS GLASS + 7116" AIR SPACE +SAW T CAP GLASS TYPE B: 3/16" HS GLASS + .090" PvB INTERLAYER+ 3118" AN GLASS + 7/16" AIR SPACE + 3/18" T CAP GLASS TYPE C: 3/i6" s- GLASS + .090' TiV-13 INTERLAYER+ 3/16" AN GLASS + 9116' AIR SPACE WITH HEAT-MRROR FILM + 3118" T CAP APPROVED SACKSEDDINGS ARE GE 7700 AND DOW-CORNING 9DS. 3) FOR MASONRY APPLICATIONS IN MIAM60ADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: 114' EL00 ULTRACON OR 1/4" ELCO CRETEFLEX. SEE TABLE 1, SHEETB FOR DETAILS. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED, IF USED, NON -SHRINK, NON-METALLIC GROUT, 340D PSI MIN., (DONE BY OTHERS) (MAX.1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. COMPLYING WITH FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6, PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE AND: A. MAXIMUM (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO96'. B. MAXIMUM (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER SW AND UP TO 120". 11) REFERENCES: TEST REPORTS FTL•8337 & 6338; EXOVA•10.OD2-792(A) & 10-008-10231; CAMBRIDGE 635763.09; ELCO ULTRACON NOA #07-0426.01; ELCO CRETEFLEX NOA 03.0226.08; VISION EXTRUSIONS, LTD, WHITE PVC NOA #10-0420.00; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM•2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE MAY BE ""' `�.�� ONY IYNN 44 :F.Q ' SLIDING GLASS DOORS DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B �.` ��� •' �LCENSF'' ORC, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN *; PRESSURE IS ABOVE 80 PSF. OTHERWISE USE TABLE 2, SHEET 8. , No. 58705 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UQTO THE NEXT LISTED SIZE. t mil• r ' 3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE i, SHEET 8, -0 Ic tl ill ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ' O s7A of� 4 ���C` '' �LOR10� ' 4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGNPRESSURE • ����� IS MET OR USE THE ANCHOR ITIES SHOWN. 6) INSTALL AS PER THE INSTRUCTIONS AND DETAILS N SHECEEDED. ETS 2-7. 6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. A, LYNNI�IiL[R.P.E DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 6 & 9 LARGE & SMALL MISSILE IMPACT 1-1N0" NOM 1•1116' NOM. 7110• AIRSPACE VIV AIRSPACE 3110. M-GLASS 3lOw-ANGLASS 31101M GLASS WINS* HS GLASS OUPONT,090EXT. Nom INT.► bUPONTtEXT. INT,► SENTRYGLASO 000'PVB 9110"TGLAS9 7nS• 311WIGLASS NOM OM TV 71W -- aBLTEB 3 gI 3 - NOA DRAWING.~' 1 2 2 SHEET 3 GENERAL NOTES .......... 1 GLASS TYPE "A" GLASS TYPE V' GLAZING DETAILS.......,.1 SG LAMINATE, PVB LAMINATE, ELEVATIONS..................2-4 INSULATED GLASS INSULATED GLASS HORIZ. SECTIONS - 1•sns• NOM. ACCESSORIES SECTIONS...........6 ACCESSORIES...............7 - 0110•AIRSPACE DESIGN PRESSURES...-.8-9 3116'6NGLASS EXTRUSIONS.................10 PARTS LIST ..................... 11 sns•►IsoLase CONFIGURATIONS,.......12 BAT-URRORFILM PANEL TYPES................13 �EXT. I IN7.► DIIPONT A00• PVB 9118.7 al A89 d MOM I OLAee 710• Q i 80 BrtE 1 2 3 � GLASS TYPE "UL PVB LAMINATE, INSULATED � �- WITH HEAT -MIRROR FILM nw tjcf RKVICBD GLASS r. =147M1kFbdea wtLn� .io .r�_I t`fi�d Rrvh►00y. OGLO: Rswsbn: J.J. 10/11/11 FBC 2010 CODE ( ° RaWAY. D", RriWaw jLnf wudobn: Imo By, GENERAL NOTES & GLASS TYPES J ROSOWSKI IMIN0NNOLOGYDAIVE M Dim N. VOICE. FL 84VO VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BOX 1620 NO1fOM4 a 34274 B � BplxI BdNC DmNnp Na Am c Rr.Gr°urnLr 670/2770/2870 NTS 1 OF 13 MD A 2-TRACK CONFIGURATIONS 0" 6" MAX. MAK. o9raa E ANCHOR ' ANCHOR LOCATIONS FOR oET ` LOCATIONS FOR NEXT. BYPASS POCKET CONDITIONS, BEM. CONDITIONS. 21.8' •' ANCHORS INTO MAX. 12•MAX.O.C. P•HOOK. O.C. _. 1 ANCHOR CENTER OF 1 ANCHOR CENTER OF IBI EAOH PANEL. SEETABLES LL EACH PANEL, SEE TABLES OETAOE)fT.� ONSHEETS 8A9. IXT.V .ONSHEET8889. 3.219'MIN.O.C. 2 ANCHORS ®CENTER OF 2 ANCHORS ® CENTER OF DETAIL EACHPANEL.SEETABLEBdN L 2 ONBFPANEL. SEE IEET8889. TABLES 3H ET8839. EX.L♦ EM.� 4"MIN.00 4' MIN, O.C. 3219' WN.O.C. APPROX, 8•, NONSTRUCTURAL. (HEAD a SILL) CWBTEROF 3 CLUSTEROF 3 TILE ANCHORS ® SANCHORS 6 STILE D I INTERSECTIONS. ETAII • INIER9ECTIONS.SEE SEE TABLES ON TABLES ON SHEETS 8 a 9. SHEETOBa9. EM.e ; '•:. ,.' ,4' MIN.O.C. 41 MIN. O.C. 4' MIN. O.C. CLUSTBROFI CWSTEROF6ANCHORS ANCHORS ®STILE ®STILE INTERSECTIONS. 2.376"TYP. INTERSECTIONS. qIL DEE TABLES ON SHEETS SEE TABLES ON 88.9. ExT.'I 8HEET88a9. EM r' . 3240' MIN. O.C. 4' MlN. O.C. elm 6' MAX. O END OF ATTACNEDJAMB A ACHED JAMB 1 ANCHOR DETAIL 1ANCHOR@ D EM.v SILL, NDB. EMf HEAD ENDS. NOTE, SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. WEEPHOLE PATTERN @ 24' O.C. WEEPHOLE PATTERN @ SILL ENDS ana-�a AAYLIGHTO E O)FORMULAS WIDT :PAN ME"OLH•3.6' HEIGHT: PANEL HEIGHT -&r �wlriY�1'�114 RaWadDr. VRW Radow I J.J. 10/11/11 FBC 2010 CODE �. a' •� RardMBr. Cab: Rade m Omw------ ANCHOR LOCATIONS (2 TRACKS) J ROSOWSKI 1070TECHN0406YORIM MVW=nWe M, DaOK VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. SOx 1a2D NOKOM4FLU274 t BOOF am 570127NTS 2p13 MD-SGD570-01 I A DETAIL 1 INTO MASONRY CONCRETE/CMU-•TYP.ANCHOR TYPE,EMBEOMENTANDEDGE PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET B REQUIREMENT EDGE DISTANCE j ., •:, • ; .: y ; . �� . ; NONSTRUCTURAL =.— ANCHOR 40 MENT,r. t: 'a .' , ••r� r _@OPTIONAL( POCKET P-HODK LOCKBTIFOR ASTRAGALS, v FIXED STILES AND HORIZONTALILS RAILS SEE NOTES FOR 0&0 BELOW FC jl�:'] INTERLOCKS ONLY Dig 2X WOOD BUCKSTRIP ORFRAMING,SEE NOTE 4, SHEET 1 EDGE 1 `1 DISTANCE EMBED- MENT �P4400K 9P•HOOK REINF PLATE EMS, 010 X 1.114• (S)02-M"O.C. DETAIL 2A ASTRAGAL ASTRAGALADD•0N 30 ASTRAGAL AOD•ON REINF. VIO X 24re SMS REINFORCEMENT SCREW. 5 PERASTRAGAL. g0 EQUALLY -SPACED AND T• DETAIL 2B INTERLOCK g"T � m-U) EXTERIOR B� LOc STILE " 4 PANEL WIDTH PAN-6-1- DOOR FRAME WIDTH DOOR FRAME WIDTH 1/4' MAX. -� EDGE DISTANCE NB X 91C ISMS REINFORCEMENT SCREW' 3 PER RAIL, LOCATED ATCENTERUNE AND Y' FROM ENDS (FACTORY INSTALLED) a-V8'ROW trrve, SPACING EDGE / DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT 2XWOODBUCKSTRIP AND EDGE DISTANCE PER SUBSTRATE, OR FRAMING, SEE BEE TABLE 1, SHEETS NOTE4, SHEET 1 DUIRED IF DOOR HEIGHT IS OVER 88' INTERLOCK FIXEDST LE — _ I EXTERIOR PANEL WIDTH DETAI IDETAIL 2 ID INTO WOOD DNTERTACK 114' MAX' OTEB 1)DETAILS APPLY T02,9AND 4TRACK \\\ CONFIGURATIONS. ��� "YNN MI(z OPTIONAL a SEE SHEETS 2-0 FOR ANCHOR LOCATION a SPACING. �� �� ' T 9) SEE TABLES 2 4 FOR REINFORCEMENT ` �'fO y;O,NSE 4) REQUIREMENTS NTB. �+ .• Na 58TO5 4)CONTINUOUBANCHORPLATE, REMdB,IBREQUIRED ATALLFRAMEANCHORLOCATIONS. �(� aa 8) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR - ,. [IJ= POCKET EXTERIOR ASTRAGAL ADD -ON, OREINFORCEMENTS ARE APPROXMATELYTHE w P-HOOK FULL LENGTH OF THE EXTRUSION. REFER TO TEST �•' SON : • �?� 10707 ECHNOLCOYDRN6 REPORTS FOR EXACT DIMENSIONS. %�p�;•,, FLoa\� �� •` N.NexL34 B DETAIL 1 '��FSgjpNP�;�``� MOKOM14FL342M INTOWOOD �iYNNMU.Sds;l'.E, P.EJ! 6BTD8 CERr. DPAURL M28208 DETAIL 3 INTO MASONRY 1X OR 2X WOOD BUCKSTRIP, SEE 1%BUCKSTRIP NOTE4,SHEETI CONCRETEICMU ' • :'. '. PER ANCHOR ' REQUIREMENT �• .. r .,•'�.•a_. EMBEDMENT TYP.ANCHORTYPE,EMBEOMENT t". AND EDGE DISTANCE PER • '•SUBSTRATE• SEE TABLE 1,B EETS J EDGE r . DISTANCE 18 I+- IM' MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET B _TEDGE �.' DISTANCE -2-S1S• ROW • , t BPACING EMBED. ..�, MEW •t 06NCRETEIGMU rt: PERANCHOR REQUIREMENT 1/4• MAX DETAIL 3 INTOMASONRY Y.&ONcr DYYlsw MNN►9MrwtYr Ifs /IerlQr �I EaMlealla� Dula —ID 9 d,.aey: Oahe Rorddrgc J.J. 10/11/11 FBC 2010 CODE HradSY: ONX Rev", HORIZONTAL INSTALLATION DETAILS J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 570 2770/2870 NTS 5 OF 13 1 MD-SGD570-01 ' AI 0 s n 3116- YT. CAP+Ina• AIR' ;CG+W1a'HB S r.000 &GP NIT ,YER4,VIVHS 9IASS FAN Series 670 & 2870 Anchor Quant(ges and Design Pressures FRAME HEIGHT (IN) S-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION SO 84 98 IDS 120 NQM1 '10 t yi FRAME SIDE H�oa1e I I ¢ 1. y j3 m + y .1 � r r11 o q+1 oa (F y C3+1 I a F y $ p+1 m y +1 o C3+1 o F C3+1 a y 03+1 m 03+1 ro C3+1 90 +1 a y C3+1 m y 1 U C3+1 o C3 a C3+1 m C3+1 0 qo� k C3+1 0 ++1 0 y C3+1Jan b 6 6 5 6 8 6 5 6 8 8 6 S 0 8 0 B 8 8 8 21P-hcak 2-C-3+13+ 0 0 8 8 8 8 8 9 0 9 9 10 10 10 10 11 11 11 11 Daoi7n Proaeuro Hoad Ic 9111 80.0 +60.0 +80.0 +00.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60,0 400.0 fSao +60.0 +60,0 +103+1 80A BD.p -B0.0 B0.0 -80.0 -80.0 80.0 60.0 8D.0 80.0 BD,O SILO 88.0 88,0 $8.0 85.0 85.0 65.0 pat C30 q+1 C3+1 C3+1 q+1 Cr+1 C9+1 C3+1 C3+1 C3+1 C3M p+1 C9+1 CB+1 p+1 p+1 p+t Jarch 5 5 6 5 5 5 6 5 6 5 5 8 B B B 8 e B 5 0 3t P-hook a D 8 8 e -6-8 8 9 e 0 9 10 10 10 10 11 11 11 11 Oo.lpn PM135uro 1 I yam"anamHar: $ SIII +80.0 +00,0 +80.0 +80,0 +80.0 480,0 +60.0 +80.0 +80.0 460.0 +S%0 +80.0 +80.0 +60.0 460.0 +60.0 +60.0 460.0 +60.0 +SD,O -60.0 q+1 8D,0 q+1 80.0 p+1 80.0 C3+1 40.0 C6+1 -80.0 C3+1 .80.0 C3+1 -8%0 C3+1 -BO,O C6+1 -60.0 C6+1 •80.0 C3+1 •80.0 C3+1 . 65.0 CS+1 45.0 p+1 -05.0 C3+1 -86.0 03+1 •66.0 C8+1 -SILO C6+1 45.0 C6+1 -66.0 C3+1 _limb 6 6 6 6 8 5 5 5 6 5 6 6 6 6 6 B S B 8 9 3� F -i ook l+;algn 0 8 a 8 8 8 8 8 9 9 9 0 10 10 10 10 11 11 11 11 za T oseuo PSI +80.0 +60.0 +8p.0 +BD.O +SOLO +SOLO +80A +80.0 +80.0 400.0 +60,0 180.0 +00.0 +00.0 +60,0 460.0 +00.0 +00.0 +60.0 +60.0 60.G -eO.0 -00.0 -Sao -800 -SOLO Too •80,0 •80.0 40.0 •6010 •SOA •65.0 •65.0 - 0.0 •66,0 45.0 418.0 •65.0 45.0 d 8 8111 C6+2 C3+2 q+1 C3+1 C6+2 C6+2 03+1 C3+1 C5+2 C6+2 C5+1 C3+1 CB+1 COO CS+1 C3+1 C8+1 C5+1 CB+1 p+1 amb 6 6 fi 6 6 8 6 b 6 8 7 8 B 0 B 8 6 8 7 a 4' hook 8 8 8 8 8 8 6 0 10 9 9 9 10 10 10 10 11 11 i1 11 II ! reign ' oeuro dIL S01 +80.0 +80.0 +8D,0 +80.0 +8D,0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +BOA +8D.0 +BDA +80.0 +60,0 460.0 +60.0 +80.0 +80.0 •00.0 C5+?. •80.0 05+2 .80.0 C3+2 -60.0 -80.0 -80,0 .BOLO •80.0 -SOLO •80.0 -80.0 •60.0 -65.0 -08.0 -MO - 0.0 •65.0 -68.0 •65.0 -05.0 030 C6+2 C6+2 C5+2 C3+1 CS+2 C5+2 C8+2 C3+1 C8+2 C5+2 C5+1 (3+1 05+2 C5+2 C5+1 C3+1 amb 8 B T 6 8 6 7 5 7 B B 5 6 6 7 6 7 8 8 6 4• _ "•hook 9 e 8 8 10 8 0 8 11 9 0 9 10 10 10 10 11 11 11 11 1a61g11 +00.0 +80.0 +80.0 +00.0 +90.0 +80.0 +80.D +80.0 +60.0 480.0 +90.0 +80.0 +60.0 +80.0 +60.0 460.0 460.0 +60.0 +60.0 +6D.0 6. "i 6') oaouro t ad 6 Sitl Jamb P-hock Doa101t mcaum IIt I -3ad & 80I Jamb P•hook .60.0 C6+2 -BOLO .80.0 -60.0 -80.0 -80.0 -Sao -80.0 -80.0 -60.0 80.0 -0D,0 -86.0 •85,0 4 5.0 .65.0 .66.0 .05.0 •85,0 -0.0 C6+2 q+2 C3+2 C5+2 C6+2 C5+2 03+2 C5+2 C6+2 CS+2 C3+2 TABLE A! WEbr- imbd (+) Doalgn Proosuro THE LESSER Nominal SIN Actud Sill Max. (+) DP VALUE OF TAMEA Haight Height AflwNW AND 1-11H6° 1.688" BooTable5 2-0 TABLE 2 3.112" 3.484" +60.9Pat DETERMINE$ THE 4.037" +BO.Dpel WATER LIMITED870 4 6/8" 4.814" +100.0 Par a DP. 8 6 7 6 8 6 8 5 7 6 0 5 10 8 8 8 11 -8 B 8 12 1) 0 9 +80.0 +80.0 +80.0 +80.0 +80.0 +00.0 +60.0 +80.0 +80.0 +60.0 +60.0 +60.0 SOLO -80.0 -60.0 -00.0 -80.0 •SOLO •00.0 C5+2 -80.0 C5+2 •80.0 C5+2 8D.0 C3+2 C6+2 05+2 C5+2 C3+2 C6+2 C6+2 8 8 a 5 0 0 a TCR206+2 7 10 6 10 O 8 8 10 8 8 9 10 10 +070 +600 f80,0 a0D.0 +87.0 +00.0 +80.0 +60.0 +60.0+BD.O41/16" •8D.0 80.0 50.0 87,0 -80.0 •80.0 50.0 80.0 80.0 NOTE 1)OETgILBAPPLYT02,3AND4TRACK CONFIGURATIONS. 2) SEE SHEET82-4FOR ANCHOR LOCATION 6SPACING. 9) SEE TABLES?r1 FOR REINFORCEMENT REQUIREMENTS. 4)CONTWUOUSANCHOR PIAMITEM NO, 15REQUIRED ATALL FI MoAm., tu,nru--,,,r,,me i.-. n - - ee,r -, . Rolnrorcorrlont6Royulrod,(Boo Porto anShoot 10) Oig6a Typo Iq'Oh'Ook Lock/FlxadSlllo Astragal A6lragaiAddon Top/Bottom Roll Plata(Parb24,2b) T'n#29 Padtl26 Penil28 PattN30 Padl)28 RoqullgdforH6lphtaoterBB" A 6) SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. TOTAL 0 OF ANCHORS CLUSTERED THROUGH THE HEAD 8 SILL AT EACH PANEL MEETING POINT. (EX! FOR C3M, 3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REOUIRED AT MIDSPAN OF PANEL). ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE 1, SHEET 8, FOR COMPLETE ANCHORLIMITATIONS. TABLE KEY: NOR PANEL FRAMs A YODIH SME (IN) 24 Pro"Ure NOM. FRAME WIDTH PANED WIDTH NOFPANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR J QUANTITIES. THE MAXIMUM POSITIVE DP ATTHESE ANCHORQUANTITIE9. ADDITIONALLY, - THE MAXIMUM DP FOR THE SILL HEIGHT MUST AL80 BE CONSIDERED, SEE TABLE A,.TH18 SHEET, TOTALOOFANCHORS THROUGHTHE P•HOOX TOTALIOFANC14ORSTHR000HTHE JAMB.- OH LENGTH AS DOORASSEMBLIESINSTALLED WHERE (OH) RATIO ORMORETHANIIS QUAVERHANG LT IBEQUALTOORL THAn1IB EXEMPTEDFROMWATER INFILTRATION. THE OVERHANG RATIO SHALL BE CALCULATED BY THE EQUATICIM OHRATIO-OHLENOTH/OHHEIGHT fo _ LAME ANCHOR LOCATIONS. DD-ON. %I, UII ,r .YNN N�N`l ......... t�.•''1GENSF k • No�688705 (y STATE OF �i�'�`�S'. FCOR1Dp.•�Gi�`� A. LYt�IILLI �li; P. P.EA63700 O Q N 0 � Ito W p CO� N 0 .M- O N O 00 w � I z r v- r a N MMUCruymn 8a101YNCr, /q 6r►h.ibv Mh+,ll�b MIAMi-QADE � M1f1A�tifI-DADE COUNTY DEPARTMENT OF PERM19TING, ENVIRONMENT, AND REGULATORY PROD 805 �O6TROL SECTION AFFAIRS (PERA) freer, Room 208 Mlaml,BOARD AND CODE ADMINISTRATION DIVISION 5-2590 Florida) t 15-259 T (78b) 315-259t) F (786) 3 [ S•2599 NOTICE OF ACCEPTANCE GNOM �v.mramltlndlo t'ov/ncrn/ PGT Industries- 1070 Technology Drive North Venice, FL 3-1275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Ntiami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid alter the expiration date statod below. The klhuni-Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AiIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material Fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including, the High Velocity I Iurricanc 'Lone. DESCRIPTION: Series "SH-500 Vinyl" White PVC Single Bung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single IN,% Window, Large Missile Impact", sheets I through I i of 11, dated 03/07/03 with revision C dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.P., bearing tine Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large ,loll Small rNlissile Impact •Resistant LABELLNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, urodel/series, and tolloMng statement: "Nliami-Dade County product Control Approved", unless otherwise noted herein. I N NEWAL of this NOA shall be considered alter a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERNI1NATION of this NOA will occur alter the expiration date or if there has been a revision or change in the materials, use, and/or rnanuracture of the product or process. Misuse of this NOA as an ondorsernent of any product, ti>r sales, advertising or any other purposes shrall automatically tertninate• this NOA. raihire to comply with any section of this NOA shall be cause for termination and removal of NOA. AUVERTISE,*vIErTI': The NOA number preceded by the words N(iami-Dade County, lloti(la, and 161lowed by the expiration (late may he displayed in advertising literature. If any portion of the NOA is di:;played, then it shall be done in its entirety. (NSPEC;TION: A copy of this entire NOA shall he provided to the user by the manufacturer or its distributors sand shall be available for inspection at the job site at the request of the Building Official. "this NOA revises NOA # 03-0820.1-1 andl Consists of this page I and evidence pates E-I and L-2, as .veil .i; ;rpproval document mentioned above. 'I he submitted documentation .vas reviewed by (Manuel Perez, I'.E. a+�.,ra�•o�or:courtr NOA No. I1-tg13.1F1 ': ... • , : ' / //� t(rpira lirrrr D:'td-: .131111ary rho, 201 ` , jam' approval Mile: Dveember 03, 2t11 l PGT In u COI � COPY d str�e8 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08 with revision C dated 10/07/I 1, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710, dated 08/13/08, signed and sealed by. Carlos S. Rionda, P.E. (Submitted under previous NOA #09-0820.14) L Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test -per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.0140147, dated 10/31/08, signed and sealed by Joseph A. Reed, P.E. (Submitted under previous NOA #08-0820.14 For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 11/25/08 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Manuel P.E. Product Con Ex miner NOA No.1-1013.19 Expiration Date: January 08, 2014 Approval Date: December 08, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.10-0922.09 issued to EX DuPont DeNemours & Co., Inc. fortheir "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06-1220.01 issued to Spectus Systems - A Nkron Company for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 01/11/07, expiring on 12/26/11. F. STATEMENTS 1. Statement letter of conformance to the F13C-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of rio financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report no. ATI-84576.01-401-47, issued by Architectural Testing, Inc., dated October 31, 2008, signed and'sealed by Joseph A. Reed, P.E. (Submitted under NOA# 08-0820.14 For Reference only) G. OTHER 1. Notice of Acceptance No. 08-0820.14, issued to PGT Industries for their Series "SH- 500 Vinyl" White PVC Single Hung Window - L.M.I., approved on 01/08/09 and expiring on 01/08/14. anus z, P.E. Product Contof miner NOA No. 1-1013.19 Expiration Date: January 08, 2014 Approval Date: December 08, 2011 E-2 -62 U8• MAX. -- FIXED WIDTH DLO 6' BEE SHEET 0 MAX+H_ FORANCHORAW REQUIREMENTS i MAX. I 76' / MAX 1 �j MAX 18Rf IlX. m� 1 6' J WX 46 W SASH WIDTH DLO — BOX FRAME MAX. SIZE s UAW X 76' s 8• MAX. - MAX. TYP. 33 8/4' FIXED Hel" DLO 76' MAX. 781N' FRAME O.D. 33 SW BASH HEIGHT DLO 66 3W FRAME O.D. 821W MAX. 48' FM WIDTH DLO 4 Ue' O.O. MAX. TYP. FIXED HEIGHT DLO 0 as3 SASH / HEIGHT DLO X raonuarRavmw 2114' � �rodr�vrruti Wo FIo,W. A`°°°om Wo. 1L IV914. ay — 46 WSW WIDM DLO MAX TYP. INTEGRAL FIN I MAX SIZE s MAW X 750 NOTE: I. FOR BOX FRAME SECTIONS SEE SHEET 8 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. t. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETI1. �A.agatta� npmMe,asuri .w. InA Sinale Hu Wwow, Lagre hftffa IMDBCf tYTS A."WMiLLI � P.E. 8Hd00 2 • 11 6iB1-i C FL F.E.aK 68705 110MAX SHI" I- 2x WOOD BUCK (SEE NOTE 2) Ilr DIA. x 1 tl2' NAB, b' MA) CORNER & 41 OPTIONAL FLANGE W DUL x 1 1,W NAIL, 2114' MAX. FROM CORNER & 411W O.C_ OPTIONAL FLANGE J JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 2x WOOD BUCK NOTE 2) 114' MAX. SHIM OPTIONAL FLANGE l4' O(. IM VIrMA. x1 S MF CORNER 6 4118' O.0 L 2x WOOD BUCK (SEE NOTE 2) HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DARE COUNTY, USE 118• DIA. x 1 112' NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THIC((NEBB IS LESS T)1AN 11/2". tx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTERS S 2x ARE 1 r THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEEREDWOOD OTHERS OR AS APPROVED BY AUTHORITY HAVING 1UR1SD1CiTON. 3. FALUMINUM STRUCTURAL MEMBER SHALL IRE OF A SIZE TO PROMOE OR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL, BE A MINIMUM STRENGTH OF 8088-T6 AND A M WIMUM OF 1/8' THICK THE THESE DETAILS FOR Zx WOOD BUCKS.THE ANCHOR SMALL BE A #10 SHEET METAL ��T8CREW WITH FULO THE WINDOW LENGAGEMENT INPOTHE ALE SIMILAR TO THAT UM NIN UM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1 PA 71x I'I0�►{i.FLMa1 --- - - ,.•. •••••�•��-,nur4rar rut tr �► HN1n Wlttdow La a MlsspE WY Yr tb�tr a++�oo s 11 . rr 81am RODUCTRGV=D U ux►t twltkowmu 4 AcceptrnTb ttitlonDW /!% tt►oaoe '%%,- , V LYNN Mid _ * � . N0056705 • �* ",,I 0lKVfAAIL A.LYNNP.E. I ABLE [>t Ifuff� f�ff� ff�ff�fffuf�ffr�ff�"am nun" fail relit i/ i! ilil fi11i111 tit u i11 F� "M ilF�[1N�il�il�fi!©EII©il�F���F�©� U f� ©f[1©Iff►>t fffu>� mmmm Ifr� f� "nun H mm nun QR Muni" luIflf nfffff un� m m,ull"" �7 wmmm Uu '� .- ���������11■�C�..k.. F�mmfftl© sae r. �.� Example: 52.125 x 75 For 1/1 Window 6 3 ♦Anchors required In the head 3 4 Anchors requred below the mrR Anchors required above the M R Exempla: 52.125 x eZ5OO For View Window s Head" 3 3 4 2 2 Sash• of Fbred" NOTE FOR VIEW VN MM USE VQN MM WNDOW HBGHT FOR ANCHOR QUANTITY IN HEAD AND ABOVETHE MiR, AM tAETHEV0V SASH VWOM HEIGHT FORANOM QUANTrry BaOW TNEMfR MAXIMUM HEIGHr FOR VQIV WIDOW IS 62112". NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: 1-3/1V ULTRACONS 2 - #10 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD . W MAX. FROM TOP CORNERS .IAMBS' 0• MAX. FROM TOP CORNERS• CNOT TO EXCEEE 1/4 OF TOTAL WINDOW HEIGHT) 8• MAX. FROM BOTTOM CORNERS 4• MIN. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 6. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW 62118• i -- I VIEW WINDOW I I 1 - I - AH - FIXED 62 Ur AH SASH _- aHt�D Nrs 9 r 11 mal.f =1 'RouuerRawsm I I 4�rd6 er FIaW. Imoar 4- ey I �`�'�� •' ucENSF • YlEp'�: * r N0.56705 :0 t8TAhFil /ONA1- 'V�`��� A &4&- llctf h. PE 1I Ilttlll111 ` OPTIONAL RANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD (SEE NOTE 3) 13V MIN 1/4MAX SHI-- 7 11]l OR1.5MW.CONCRETE/ ;'•1;;•,�., .•,•� 1318MIN. OR 1,6 K91 MIN. CMU a? �= "GE 1/4' MAX - SHIM r.� l '�';•' iYWOOD BUCK OPTIONAL FLANGE (am NOTE S) •wd• ULiRACON JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MUMI O koE COUNTY, USE ONLY MIAMI•OADE COUNTY APPROVED TO CONCRETE EDGE IS i'MINIMUM ROVED 3H(r ULTRACON, EMBEDED 13W MIN., DISTANCE FROM ANCHOR 2. FOR WOOD APPL(CATK*a IN MIAMWADE COUNTY. USE 010 STEEL SCREW, EMBEDED 13W MIN_ 3. WOOD BUCKS DEPICTED IN THE 8CCT1pNg ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11W. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE *WALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE i 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL 8E A MINIMUM TY HAVING JURISDICTION. SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WI STRENGTH O 5HA T6AND A MINIMUM E TAT• THICK. THE ALUMINUM STRUCTURAL MEMBER BE A i110 SHEET METAL SCREW MTN FULL ENGA WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD SPACING FOR ULTRACONS MAY BE USED. GEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES THE ANCHOR SHALL PRESSURES AND ANCHORAGE PA.equc+ae. �= -. M r Sin le H WMdoW La a r4/lselle ,R.s�a4 TRrir ..., shwa kTS 10 r 11 'x. SfAi_i no PRODUCT REVI>m0 i I oou ��ananlrm�w. � qr4 By � I * , No. 58705 oq %0'�•8TA NOF iG cX OR1Olk R_� ,10NAL F.N 0' A. LYLL�}�,�P.E. 1 /4' MAX. SHIM f -- OPTIONAL FLANGE 2t WOOD BUCK (SEE NOTE 2) US' DIA. x 1 11Y NAIL, 5' MAX. FROM CORNER A 41/6' O.C. OPTIONAL FLANGE UB' Mk x 1 1Q' NAIL. 21/4' MAX. FROM CORNER 6 41& O.C.. JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 2X WOOD BUCK (SEE NOTE 2) 1/4' MAX. SHIM 41r FFLANG 4)---)' VS° OIA. x 1 1f2•NA L. ILIL., ILi.11 8` MAX. FROM CORNER 6 4 W O.C.. 2x WOOD BUCK (BEE NOTE 2) HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL F!N INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 7ooucr a►tvvmm ��� wBlarda NOTES: *ptwmftN /¢ 1. FOR INTEGRAL FIN APPLICATIONS IN MWA-OADE COUNTY, USE IW m x 1 112' NNL 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE Aniat BUCKS ARE OPTIONAL IF UNIT CAN BE PWALLED BUCKS WHOSE TOTAL THICKNESS 16 LESS THAN 1 1/2'. ix WOOD d INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TOBEENGINEERED O D BUCKS DEPICTED AS 2c ARE 11/2' THICK OR OTHERS OR AS APPROVED BY AUTHORITY HAVING I I I I ► / S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM ST \��%��Y LYN/Y M,� ���i, ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TH OF S0�TS AND A MNIMUM OF 1Ai' THICK THE 1 �}CENSF' . ` THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALLBE A 1M0 SHEET METAL SCREW TSO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN IF THESE CRITERIA ARE MET, THE RESPECTIVE WI DESIGN PRESSURES AND TH FULL ENGAGEMENT INTO THE ALUMINUM. ANCHORAGE SPACING FOR ULTRAOONS MAY BE USED. No. 58M IF iri- A J'6:KWDAOL'LEiTERGA +anecr a AgG6YV96T►Y8&/Eer +oroTecrr►olnoroanR ANCHORAGE DETAILS ramnr c NOC1iAMOETW88/iEbT .Fl > .. ral FIn Frefne ,'�`' '• aRlo , a oawale �"' Naoolr Fi a�t:aa yr, SIn a Hun Window a missile I act 'SS�OMAL E'G NTS 11 .1f•�6rAf�1 �LYNIiI1lLL=RP.E.